{"pageNumber":"2537","pageRowStart":"63400","pageSize":"25","recordCount":68802,"records":[{"id":1328,"text":"wsp1809S - 1965 - Suitability of irrigation water and changes in ground-water quality in the Lompoc subarea of the Santa Ynez River Basin, Santa Barbara County, California","interactions":[],"lastModifiedDate":"2015-02-19T08:59:47","indexId":"wsp1809S","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1809","chapter":"S","title":"Suitability of irrigation water and changes in ground-water quality in the Lompoc subarea of the Santa Ynez River Basin, Santa Barbara County, California","docAbstract":"<p>Analyses of water samples collected since 1934 from some of the irrigation wells in the Lompoc subarea of the Santa Ynes River valley have shown a gradual deterioration in the chemical quality of the water.</p>\n<p>Most of the ground water pumped in the subarea has a dissolved-solids contents ranging from about 700 to about 2,000 parts per million, of which sulfate and chloride are the predominant constituents. &nbsp;Suitability of the water for irrigation is variable and is dependent principally on \"potential salinity\" of the water, soil permeability, and type of crop.</p>\n<p>Changes in water quality are not consistent throughout the subarea. &nbsp;No doubt the chloride concentration increases as a result of both the recycling irrigation water and inflow of high-chloride low-sulfate connate water from the consolidated Tertiary rocks. &nbsp;The influence of recycled irrigation water is indicated by increase concentrations of chloride and sulfate in a ratio of 1:2. &nbsp;Inflow of high-chloride low-sulfate connate water is indicated by increased chloride concentration correlated with little or no change in sulfate concentration. &nbsp;Peak chloride concentrations in three local areas are probably the result of the inflow of connate water. &nbsp;Furthermore, ground-water gradients in each of the local areas are favorable for inflow from the consolidated rocks.</p>","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1809S","usgsCitation":"Evenson, R.E., 1965, Suitability of irrigation water and changes in ground-water quality in the Lompoc subarea of the Santa Ynez River Basin, Santa Barbara County, California: U.S. Geological Survey Water Supply Paper 1809, iii, 20 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1809S.","productDescription":"iii, 20 p. :ill., maps ;24 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":26380,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809s/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26381,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809s/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26382,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809s/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26383,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1809s/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1809s/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6998a2","contributors":{"authors":[{"text":"Evenson, R. E.","contributorId":19933,"corporation":false,"usgs":true,"family":"Evenson","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143570,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1488,"text":"wsp1641 - 1965 - Quality of surface waters of the United States, 1959, Parts 1 & 2, North Atlantic slope basins and South Atlantic slope and eastern Gulf of Mexico Basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:14","indexId":"wsp1641","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1641","title":"Quality of surface waters of the United States, 1959, Parts 1 & 2, North Atlantic slope basins and South Atlantic slope and eastern Gulf of Mexico Basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1641","usgsCitation":"Love, S.K., 1965, Quality of surface waters of the United States, 1959, Parts 1 & 2, North Atlantic slope basins and South Atlantic slope and eastern Gulf of Mexico Basins: U.S. Geological Survey Water Supply Paper 1641, xi, 460 p. :map ; 24 cm., https://doi.org/10.3133/wsp1641.","productDescription":"xi, 460 p. :map ; 24 cm.","costCenters":[],"links":[{"id":136924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1641/report-thumb.jpg"},{"id":26556,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1641/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651b64","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":143766,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1194,"text":"wsp1759C - 1965 - Water resources in the vicinity of municipalities on the west-central Mesabi Iron Range, northeastern Minnesota","interactions":[{"subject":{"id":52315,"text":"ofr6323 - 1963 - Water resources in the vicinity of municipalities on the West-Central Mesabi Iron Range, northeastern Minnesota","indexId":"ofr6323","publicationYear":"1963","noYear":false,"title":"Water resources in the vicinity of municipalities on the West-Central Mesabi Iron Range, northeastern Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":1194,"text":"wsp1759C - 1965 - Water resources in the vicinity of municipalities on the west-central Mesabi Iron Range, northeastern Minnesota","indexId":"wsp1759C","publicationYear":"1965","noYear":false,"chapter":"C","title":"Water resources in the vicinity of municipalities on the west-central Mesabi Iron Range, northeastern Minnesota"},"id":1}],"lastModifiedDate":"2019-12-30T10:07:58","indexId":"wsp1759C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1759","chapter":"C","title":"Water resources in the vicinity of municipalities on the west-central Mesabi Iron Range, northeastern Minnesota","docAbstract":"<p>Additional supplies of water are available near the municipalities or the west-central Mesabi Iron Range. The largest sources are the ground-water aquifers in the Biwabik Iron-Formation and the stratified glacial drift. Areas of stratified drift that probably have good water potential have been outlined. Surface-water supplies are negligible in the eastern part of this area but increase toward the west. Flow records from one gaging station, results of discharge measurements at two miscellaneous sites, and data from many wells and test holes are presented.</p>\n<p>Most of the ground water is hard and has a high concentration of iron and manganese. The surface water generally has a high concentration of. iron and is colored. Analyses of water from many sources are .shown.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1759C","collaboration":"Prepared in cooperation with the Minnesota Department of Iron Range Resources and Rehabilitation","usgsCitation":"Cotter, R.D., Young, H.L., Petri, L.R., and Prior, C.H., 1965, Water resources in the vicinity of municipalities on the west-central Mesabi Iron Range, northeastern Minnesota: U.S. Geological Survey Water Supply Paper 1759, Report: iv, 21 p.; 1 Plate: 24.50 x 28.50 inches, https://doi.org/10.3133/wsp1759C.","productDescription":"Report: iv, 21 p.; 1 Plate: 24.50 x 28.50 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":137953,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1759c/report-thumb.jpg"},{"id":26062,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1759c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26063,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1759c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.27667236328125,\n              47.338822694822\n            ],\n            [\n              -93.19839477539062,\n              47.31741394628156\n            ],\n            [\n              -93.043212890625,\n              47.31741394628156\n            ],\n            [\n              -92.86056518554688,\n              47.40764414848437\n            ],\n            [\n              -92.779541015625,\n              47.48287279099342\n            ],\n            [\n              -92.82073974609375,\n              47.51349065484327\n            ],\n            [\n              -92.88803100585938,\n              47.52832925298343\n            ],\n            [\n              -92.9608154296875,\n              47.53852835471765\n            ],\n            [\n              -93.043212890625,\n              47.511635534978225\n            ],\n            [\n              -93.1585693359375,\n              47.447593738482304\n            ],\n            [\n              -93.2464599609375,\n              47.37975438400816\n            ],\n            [\n              -93.27667236328125,\n              47.338822694822\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648595","contributors":{"authors":[{"text":"Cotter, R. D.","contributorId":89874,"corporation":false,"usgs":true,"family":"Cotter","given":"R.","email":"","middleInitial":"D.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":143338,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, H. L.","contributorId":23922,"corporation":false,"usgs":true,"family":"Young","given":"H.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":143335,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Petri, L. R.","contributorId":48944,"corporation":false,"usgs":true,"family":"Petri","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143336,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Prior, C. H.","contributorId":57827,"corporation":false,"usgs":true,"family":"Prior","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":143337,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":1909,"text":"wsp1796 - 1965 - Geology and water resources of Portage County, Wisconsin","interactions":[],"lastModifiedDate":"2022-03-22T18:54:59.782431","indexId":"wsp1796","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1796","title":"Geology and water resources of Portage County, Wisconsin","docAbstract":"<p>Portage County has abundant resources of generally good quality water and, although water problems exist locally, depletion or general scarcity of water is not likely in the foreseeable future.</p>\n<p>The county receives annually about 31 inches of precipitation, of which about 21 inches is lost as evaportranspiration. The average annual water yield is about 10.6 inches and consists of about 10.3 inches of runoff to streams, about 0.2 inch of water which leaves the county as underflow, and about 0.1 inch of water which is used consumptively.</p>\n<p>The surface-water resources include 104 lakes, about 110 miles of streams that discharge about 600 cfs (cubic feet per second) to the Wisconsin, Waupaca, and Little Wolf Rivers, and the Wisconsin River which has an average flow of about 2.400 cfs. Extensive deposits of outwash sand and gravel, sandy till, and alluvium release annually about 460 cfs of ground water to the streams.</p>\n<p>The principal source of ground water is thick deposits of glacial drift that occur over all but the northwestern part of the county. Although as much as 100 feet of sandstone underlies the drift in the southern part, it is not an important aquifer. Impermeable crystalline rocks of Precambrian age underlie all the aquifers and limit the downward movement of water.</p>\n<p>The county has been divided into areas having similar geologic and hydrologic conditions. These areas are here named the \"sand-plain province,\" the \"drift province,\" and the \"drift-crystalline-rock province.\" The sand-plain province and the eastern part of the drift province have the greatest potential for development of large ground-water supplies. Wells yielding 1,000 to 2,000 gpm (gallons per minute) can be developed in the sand-plain province and wells yielding about 500 gpm can be developed in the drift province. Nearly all the communities in the county have water resources adequate for future expansion. An exception to this is Junction City where only a limited supply of poor quality water is readily available. Additional supplies can be developed from ground water in the Mill Creek area or from the Wisconsin River.</p>\n<p>In the sand-plain and drift provinces, ground-water runoff is about 9 inches a year and surface runoff is about 1 inch a year and of short duration. In the drift-crystalline-rock province, however, ground-water runoff is about 2 inches a year and surface runoff is about 8 inches a year and varies greatly in rate of flow.</p>\n<p>Surface and ground water are closely interrelated throughout the county and constitute a single resource. Streams, lakes, and marshes are the visible part of the ground-water surface and ground water moves slowly and continuously toward these surface points of discharge.</p>\n<p>Pumping for irrigation has temporarily lowered water levels in the vicinity of wells but has not lowered regional water levels. Pumpage has intercepted and utilized some of the recharge that would have been rapidly discharged from the aquifer, but it has not materially depleted the flow of streams. The 1955-59 decline in water levels and lake stages is attributed to a deficiency in precipitation and not to the increased pumpage from irrigation wells. To prevent excessive declines in water levels, high-capacity wells should be adequately spaced about 2,500 feet between wells pumping 1,000 gpm for 90 days.</p>\n<p>In the Stevens Point area, heavy pumping of wells near the Plover River induces recharge to ground water and thus reduces local declines in the water level.</p>\n<p>The chemical quality of ground water is generally good, but, locally, hard water and undesirable amounts of iron require treatment.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1796","usgsCitation":"Holt, C., 1965, Geology and water resources of Portage County, Wisconsin: U.S. Geological Survey Water Supply Paper 1796, Report: v, 77 p.; 2 Plates: 34.00 x 41.50 inches and 34.50 x 32.00 inches, https://doi.org/10.3133/wsp1796.","productDescription":"Report: v, 77 p.; 2 Plates: 34.00 x 41.50 inches and 34.50 x 32.00 inches","numberOfPages":"83","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":27213,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1796/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27212,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1796/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1796/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397414,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24983.htm"},{"id":138563,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1796/report-thumb.jpg"}],"scale":"62500","country":"United States","state":"Wisconsin","county":"Portage County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.2234,44.6814],[-89.2231,44.5916],[-89.2235,44.504],[-89.2238,44.4174],[-89.2242,44.3308],[-89.2245,44.2433],[-89.2469,44.2438],[-89.3464,44.2439],[-89.3649,44.2439],[-89.4835,44.244],[-89.488,44.244],[-89.5977,44.2458],[-89.606,44.2458],[-89.717,44.2475],[-89.7247,44.2479],[-89.7243,44.3372],[-89.7259,44.4239],[-89.7268,44.5114],[-89.8447,44.5116],[-89.8451,44.5983],[-89.8449,44.6849],[-89.7268,44.6852],[-89.608,44.6853],[-89.4899,44.6858],[-89.346,44.6812],[-89.2234,44.6814]]]},\"properties\":{\"name\":\"Portage\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db684139","contributors":{"authors":[{"text":"Holt, Charles Lee Roy","contributorId":19139,"corporation":false,"usgs":true,"family":"Holt","given":"Charles Lee Roy","affiliations":[],"preferred":false,"id":144349,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3992,"text":"cir509 - 1965 - Index of surface-water records to December 31, 1963: Part 9. - Colorado River basin","interactions":[{"subject":{"id":3930,"text":"cir389 - 1956 - Index of surface-water records to September 30, 1955: Part 9. - Colorado River basin","indexId":"cir389","publicationYear":"1956","noYear":false,"title":"Index of surface-water records to September 30, 1955: Part 9. - Colorado River basin"},"predicate":"SUPERSEDED_BY","object":{"id":3992,"text":"cir509 - 1965 - Index of surface-water records to December 31, 1963: Part 9. - Colorado River basin","indexId":"cir509","publicationYear":"1965","noYear":false,"title":"Index of surface-water records to December 31, 1963: Part 9. - Colorado River basin"},"id":1},{"subject":{"id":3992,"text":"cir509 - 1965 - Index of surface-water records to December 31, 1963: Part 9. - Colorado River basin","indexId":"cir509","publicationYear":"1965","noYear":false,"title":"Index of surface-water records to December 31, 1963: Part 9. - Colorado River basin"},"predicate":"SUPERSEDED_BY","object":{"id":4003,"text":"cir579 - 1968 - Index of surface-water records to September 30, 1967: Part 9. - Colorado River basin","indexId":"cir579","publicationYear":"1968","noYear":false,"title":"Index of surface-water records to September 30, 1967: Part 9. - Colorado River basin"},"id":2}],"supersededBy":{"id":4003,"text":"cir579 - 1968 - Index of surface-water records to September 30, 1967: Part 9. - Colorado River basin","indexId":"cir579","publicationYear":"1968","noYear":false,"title":"Index of surface-water records to September 30, 1967: Part 9. - Colorado River basin"},"lastModifiedDate":"2017-02-21T17:02:24","indexId":"cir509","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"509","title":"Index of surface-water records to December 31, 1963: Part 9. - Colorado River basin","docAbstract":"<p>This report lists the streamflow and reservoir stations in the Colorado River basin for which records have been or are to be published in reports of the Geological Survey for periods through December 31, 1963. It supersedes Geological Survey Circular 389. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/cir509","usgsCitation":"Eisenhuth, H., 1965, Index of surface-water records to December 31, 1963: Part 9. - Colorado River basin: U.S. Geological Survey Circular 509, 49 p., https://doi.org/10.3133/cir509.","productDescription":"49 p.","numberOfPages":"53","costCenters":[],"links":[{"id":31077,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1965/0509/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117213,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1965/0509/report-thumb.jpg"}],"country":"United States","state":"Arizona, California, Colorado, Nevada, New Mexico, Utah, Wyoming","otherGeospatial":"Colorado River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.26855468749999,\n              32.713355353177555\n            ],\n            [\n              -111.02783203125,\n              31.3348710339506\n            ],\n            [\n              -109.0283203125,\n              31.316101383495624\n            ],\n            [\n              -108.984375,\n              31.42866311735861\n            ],\n            [\n              -108.52294921875,\n              32.69486597787505\n            ],\n            [\n              -108.34716796875,\n              34.52466147177172\n            ],\n            [\n              -108.56689453125,\n              35.7286770448517\n            ],\n            [\n              -107.68798828125,\n              36.13787471840729\n            ],\n            [\n              -107.40234375,\n              37.3002752813443\n            ],\n            [\n              -107.9736328125,\n              37.78808138412046\n            ],\n            [\n              -106.41357421875,\n              38.238180119798635\n            ],\n            [\n              -106.06201171875,\n              39.11301365149975\n            ],\n            [\n              -108.80859375,\n              43.59630591596548\n            ],\n            [\n              -109.64355468749999,\n              43.48481212891603\n            ],\n            [\n              -110.19287109375,\n              42.391008609205045\n            ],\n            [\n              -111.4453125,\n              37.92686760148135\n            ],\n            [\n              -113.4228515625,\n              37.33522435930639\n            ],\n            [\n              -113.90625,\n              38.565347844885466\n            ],\n            [\n              -114.32373046875,\n              38.54816542304656\n            ],\n            [\n              -114.01611328125,\n              37.37015718405753\n            ],\n            [\n              -114.7412109375,\n              38.39333888832238\n            ],\n            [\n              -115.51025390625,\n              38.25543637637947\n            ],\n            [\n              -115.26855468749999,\n              32.713355353177555\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f30ba","contributors":{"authors":[{"text":"Eisenhuth, H.P.","contributorId":38140,"corporation":false,"usgs":true,"family":"Eisenhuth","given":"H.P.","email":"","affiliations":[],"preferred":false,"id":147957,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2330,"text":"wsp1809F - 1965 - Geology and hydrology of the Claiborne Group in western Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1809F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1809","chapter":"F","title":"Geology and hydrology of the Claiborne Group in western Tennessee","docAbstract":"The area of western Tennessee underlain by the Claiborne Group is about 7,200 square miles and lies on the east flank of the syncline that forms the Mississippi embayment. It includes the Mississippi Alluvial Plain and part of a dissected upland plateau. The Claiborne Group dips to the northwest at 10-25 feet per mile and ranges in altitude from 600 feet above mean sea level in the outcrop area to 900 feet below mean sea level near the embayment axis. The Claiborne Group is tentatively subdivided into five units including, in ascending order, the Meridian Sand Member of the Tallahatta Formation, the Basic City Shale Member of the Tallahatta Formation, the Sparta Sand, an unnamed clay unit, and an unnamed sand unit. The two major aquifers in the Claiborne Group are the '500-foot' sand and the unnamed sand unit. The top of the '500-foot' sand is correlated with the top of the Sparta Sand; and the base, with the base of the Claiborne Group. The '500-foot' sand ranges in thickness from 200 to 750 feet and consists mainly of very fine to coarse sand or gravel. It also contains layers of white to blue, pink, gray, or brown clay, which constitute only a small percentage of the total thickness. The unnamed sand unit ranges from 0 to 210 feet in thickness and consists mostly of white, gray, or brown fine-grained lignitic sand. An estimated 75 percent of the ground water withdrawn in western Tennessee (west of the northward-flowing segment of the Tennessee River) is taken from the '500-foot' sand and the unnamed sand unit. \r\n\r\nThe quantities of water available to wells from the '500-foot' sand are currently adequate for all municipal and industrial needs. The permeability of this aquifer is about 570 gallons per day per square foot. An estimated 155 mgd (million gallons per day) is pumped from the '500-foot' sand, about 140 mgd is discharged from the aquifer as the base flow of surface streams, and about 40 mgd is discharged from the report area as underflow. Water from the '500-foot' sand contains objectionable quantities of iron in the western half of the report area. Otherwise the quality of the water is suitable for most needs. \r\n\r\nQuantities of water adequate for domestic use and for small municipal systems can be obtained from the unnamed sand unit in most of the report area. The field permeability of this aquifer is probably about 270 gallons per day per square foot. About 8 mgd is discharged into adjacent formations, and about 2 mgd is withdrawn by pumping. Water from the unnamed sand unit contains objectionable quantities of iron in the western half of the report area. Otherwise the water from this aquifer is of good quality. \r\n\r\nGround-water supplies in both the '500-foot' sand and the unnamed sand unit will be adequate for the predicted rate of municipal growth and economic development for many years to come. If the hydraulic gradient in the '500-foot' sand were increased to 19 feet per mile, the average dip of the top of the aquifer, about 578 mgd would be transmitted downdip. Similarly, the unnamed sand unit would transmit about 34 mgd downdip \r\nunder a hydraulic gradient of 10 feet per mile. Furthermore, additional \r\namounts of water could be induced into the report area as underflow from \r\nadjacent States. \r\n\r\nThe anticipated effects of additional large scale development are (1) a drop in local and regional water levels in proportion to the increase in pumpage, (2) an increase in the net inflow of ground water from adjacent States, and (3) an increase of recharge to the aquifers at the expense of streamflow.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1809F","usgsCitation":"Moore, G.K., 1965, Geology and hydrology of the Claiborne Group in western Tennessee: U.S. Geological Survey Water Supply Paper 1809, v, 44 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1809F.","productDescription":"v, 44 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1809f/report-thumb.jpg"},{"id":28174,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28175,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28176,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28177,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28178,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28179,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28180,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28181,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28182,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1809f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4676","contributors":{"authors":[{"text":"Moore, Gerald K.","contributorId":14377,"corporation":false,"usgs":true,"family":"Moore","given":"Gerald","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":145022,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":52452,"text":"ofr6535 - 1965 - A progress report on the Malaga Bend Experimental Salinity Alleviation Project, Eddy County, New Mexico","interactions":[],"lastModifiedDate":"2017-04-07T10:48:17","indexId":"ofr6535","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"65-35","title":"A progress report on the Malaga Bend Experimental Salinity Alleviation Project, Eddy County, New Mexico","docAbstract":"At Malaga Bend on the Pecos River in Eddy County, New Mexico, a brine aquifer about 1950 feet below the stream channel has a pressure head about 10 feet above the river bed. This aquifer normally discharges about 430 tons of dissolved minerals daily into the river of which about 370 tons was sodium chloride. \r\n\r\nThe Malaga Bend Experimental Salinity Alleviation Project, authorized by the U.S. Congress in 1958, Public Law 85-333,is an attempt to determine if the salinity content of the Pecos River below Malaga Bend can be decreased by reducing the inflow of saline water into the river at Malaga Bend by pumping from the brine aquifer. \r\n\r\nConstruction for the project was supervised by the Bureau of Reclamation, and the collection of data and its interpretation were the responsibility cooperatively of the U. S. Geological Survey and the Pecos River Commission.","language":"ENGLISH","doi":"10.3133/ofr6535","usgsCitation":"Cox, E., and Havens, J., 1965, A progress report on the Malaga Bend Experimental Salinity Alleviation Project, Eddy County, New Mexico: U.S. Geological Survey Open-File Report 65-35, 92 p., https://doi.org/10.3133/ofr6535.","productDescription":"92 p.","costCenters":[],"links":[{"id":179274,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1965/0035/report-thumb.jpg"},{"id":86878,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0035/plate-1.pdf","text":"Figure 1","linkFileType":{"id":1,"text":"pdf"}},{"id":86879,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0035/plate-2.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":86883,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0035/plate-6.pdf","text":"Figure 9","linkFileType":{"id":1,"text":"pdf"}},{"id":86880,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0035/plate-3.pdf","text":"Figure 6","linkFileType":{"id":1,"text":"pdf"}},{"id":86881,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0035/plate-4.pdf","text":"Figure 7","linkFileType":{"id":1,"text":"pdf"}},{"id":86882,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0035/plate-5.pdf","text":"Figure 8","linkFileType":{"id":1,"text":"pdf"}},{"id":86885,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0035/plate-8.pdf","text":"Figure 11","linkFileType":{"id":1,"text":"pdf"}},{"id":86884,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0035/plate-7.pdf","text":"Figure 10","linkFileType":{"id":1,"text":"pdf"}},{"id":86886,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1965/0035/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d1e","contributors":{"authors":[{"text":"Cox, E.R.","contributorId":6094,"corporation":false,"usgs":true,"family":"Cox","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":245366,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Havens, J.S.","contributorId":12043,"corporation":false,"usgs":true,"family":"Havens","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":245367,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":747,"text":"wsp1615G - 1965 - Testing procedures and results of studies of artificial recharge in the Grand Prairie region, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:09","indexId":"wsp1615G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1615","chapter":"G","title":"Testing procedures and results of studies of artificial recharge in the Grand Prairie region, Arkansas","language":"ENGLISH","publisher":"U.S. Department of the Interior, Geological Survey ;","doi":"10.3133/wsp1615G","isbn":"pbk","usgsCitation":"Sniegocki, R.T., Bayley, F.H., Engler, K., and Stephens, J.W., 1965, Testing procedures and results of studies of artificial recharge in the Grand Prairie region, Arkansas: U.S. Geological Survey Water Supply Paper 1615, iv, 56 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1615G.","productDescription":"iv, 56 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":136384,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1615g/report-thumb.jpg"},{"id":25316,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1615g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684ab1","contributors":{"authors":[{"text":"Sniegocki, Richard T.","contributorId":67068,"corporation":false,"usgs":true,"family":"Sniegocki","given":"Richard","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":142678,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bayley, F. H.","contributorId":75896,"corporation":false,"usgs":true,"family":"Bayley","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":142679,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Engler, Kyle","contributorId":106862,"corporation":false,"usgs":true,"family":"Engler","given":"Kyle","email":"","affiliations":[],"preferred":false,"id":142680,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Stephens, J. W.","contributorId":49771,"corporation":false,"usgs":true,"family":"Stephens","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":142677,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":52542,"text":"ofr6645 - 1965 - The operation and maintenance of a crest-stage gaging station","interactions":[],"lastModifiedDate":"2016-11-10T16:20:28","indexId":"ofr6645","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"66-45","title":"The operation and maintenance of a crest-stage gaging station","docAbstract":"<p>The purpose of this manual is to familiarize field personnel with the procedures involved in operating crest-stage gaging stations. Crest-stage gages are used to determine the elevation of a peak stage occurring at a specific location in a stream.</p>\n<p>A crest-stage gage consists of a length of 14-inch diameter pipe installed in a vertical position in the stream channel (figure 1). The pipe is vented and equipped with an intake system that allows water to enter and leave the pipe as the stream rises and recedes. An equal length of aluminum \"T\" channel (staff) is inserted in the pipe and made to rest on a positive stop called a datum pin. When granulated cork is placed in the gage, the cork will float on the rising stage, then adhere to the staff after the stage recedes. The peak stage is then determined by removing the staff and measuring the distance between the cork line and the lower end of the staff.</p>\n<p>The primary purpose of a crest-stage gaging station is to collect hydrologic data for flood-frequency analyses. Collection of data for such analyses involves operating a network of stations for a period of years until sufficient peak flow data are obtained to accurately define flood-frequency curves. Because carelessness in collecting data at the gage site might result in the loss of an entire year's flood event, the importance of proper operation and maintenance of these gages can not be overemphasized.</p>\n<p>Peak discharges are related to the basin characteristics and major changes in these characteristics must be evaluated. For&euro;st fires, timber harvest, or a new road location that alters the natural drainage of the basin, may effect the intensity and timing of the runoff of the basin.</p>\n<p>Rigid datum controls must be maintained at the gage site throughout the period of record. Physical changes of the site resulting from flood flows or manmade alterations must be evaluated. If a drainage structure such as a culvert is part of the site features, free-flow conditions must be maintained or obstructions carefully documented.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr6645","usgsCitation":"Friday, J., 1965, The operation and maintenance of a crest-stage gaging station: U.S. Geological Survey Open-File Report 66-45, vi, 20 p., https://doi.org/10.3133/ofr6645.","productDescription":"vi, 20 p.","numberOfPages":"28","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":173959,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr6645.jpg"},{"id":324122,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1966/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64935b","contributors":{"authors":[{"text":"Friday, John","contributorId":19160,"corporation":false,"usgs":true,"family":"Friday","given":"John","email":"","affiliations":[],"preferred":false,"id":245520,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2158,"text":"wsp1953 - 1965 - Quality of surface waters of Alaska, 1961-63","interactions":[],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1953","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1953","title":"Quality of surface waters of Alaska, 1961-63","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1953","usgsCitation":"Love, S.K., 1965, Quality of surface waters of Alaska, 1961-63: U.S. Geological Survey Water Supply Paper 1953, vi, 95 p. :chiefly ill. ;24 cm., https://doi.org/10.3133/wsp1953.","productDescription":"vi, 95 p. :chiefly ill. ;24 cm.","costCenters":[],"links":[{"id":137850,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1953/report-thumb.jpg"},{"id":27769,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1953/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651c85","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":144753,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4207,"text":"cir504 - 1965 - Index of surface-water records to December 31, 1963--Part 4, St. Lawrence River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:46","indexId":"cir504","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"504","title":"Index of surface-water records to December 31, 1963--Part 4, St. Lawrence River basin","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir504","usgsCitation":"Anderson, B., and Ham, C., 1965, Index of surface-water records to December 31, 1963--Part 4, St. Lawrence River basin: U.S. Geological Survey Circular 504, 34 p. :ill., map ;26 cm., https://doi.org/10.3133/cir504.","productDescription":"34 p. :ill., map ;26 cm.","costCenters":[],"links":[{"id":118227,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1965/0504/report-thumb.jpg"},{"id":31321,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1965/0504/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f30e4","contributors":{"authors":[{"text":"Anderson, B.A.","contributorId":73581,"corporation":false,"usgs":true,"family":"Anderson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":148407,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ham, C.B.","contributorId":73582,"corporation":false,"usgs":true,"family":"Ham","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":148408,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68562,"text":"ha141 - 1965 - Water-table, surface-drainage, and engineering soils map of the Wyoming quadrangle, Delaware","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"141","title":"Water-table, surface-drainage, and engineering soils map of the Wyoming quadrangle, Delaware","language":"ENGLISH","doi":"10.3133/ha141","usgsCitation":"Boggess, D.H., Davis, C.F., and Coskery, O.J., 1965, Water-table, surface-drainage, and engineering soils map of the Wyoming quadrangle, Delaware: U.S. Geological Survey Hydrologic Atlas 141, 1 map :col. ;on sheet 76 x 96 cm., https://doi.org/10.3133/ha141.","productDescription":"1 map :col. ;on sheet 76 x 96 cm.","costCenters":[],"links":[{"id":188988,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90190,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/141/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.61749999999999,39 ], [ -75.61749999999999,39.1175 ], [ -75.5,39.1175 ], [ -75.5,39 ], [ -75.61749999999999,39 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4c77","contributors":{"authors":[{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278471,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, Christian F.","contributorId":84004,"corporation":false,"usgs":true,"family":"Davis","given":"Christian","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":278472,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Coskery, O. J.","contributorId":8440,"corporation":false,"usgs":true,"family":"Coskery","given":"O.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":278470,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":16912,"text":"ofr655 - 1965 - Astrogeologic studies, annual progress report, July 1, 1963 to July 1, 1964","interactions":[],"lastModifiedDate":"2012-02-02T00:07:12","indexId":"ofr655","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"65-5","title":"Astrogeologic studies, annual progress report, July 1, 1963 to July 1, 1964","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/ofr655","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1965, Astrogeologic studies, annual progress report, July 1, 1963 to July 1, 1964: U.S. Geological Survey Open-File Report 65-5, 450 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr655.","productDescription":"450 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":149680,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c867","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528993,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1237,"text":"wsp1813 - 1965 - Flood peak runoff and associated precipitation in selected drainage basins in the United States","interactions":[],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1813","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1813","title":"Flood peak runoff and associated precipitation in selected drainage basins in the United States","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1813","usgsCitation":"Dalrymple, T., 1965, Flood peak runoff and associated precipitation in selected drainage basins in the United States: U.S. Geological Survey Water Supply Paper 1813, xiv, 406 p. :illus., maps (1 fold. col. in pocket) ;24 cm., https://doi.org/10.3133/wsp1813.","productDescription":"xiv, 406 p. :illus., maps (1 fold. col. in pocket) ;24 cm.","costCenters":[],"links":[{"id":138089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1813/report-thumb.jpg"},{"id":26165,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1813/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26166,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1813/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eecdc","contributors":{"authors":[{"text":"Dalrymple, Tate","contributorId":59420,"corporation":false,"usgs":true,"family":"Dalrymple","given":"Tate","email":"","affiliations":[],"preferred":false,"id":143422,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22982,"text":"ofr6553 - 1965 - Ground-water resources at three towns on the Standing Rock Indian Reservation in South Dakota","interactions":[],"lastModifiedDate":"2016-04-05T10:20:25","indexId":"ofr6553","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"65-53","title":"Ground-water resources at three towns on the Standing Rock Indian Reservation in South Dakota","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr6553","issn":"0094-9140","usgsCitation":"Ellis, M.J., and Adolphson, D.G., 1965, Ground-water resources at three towns on the Standing Rock Indian Reservation in South Dakota: U.S. Geological Survey Open-File Report 65-53, ii, 71 p., https://doi.org/10.3133/ofr6553.","productDescription":"ii, 71 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":155923,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"South Dakota","otherGeospatial":"Standing Rock Indian Reservation","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667058","contributors":{"authors":[{"text":"Ellis, M. J.","contributorId":27840,"corporation":false,"usgs":true,"family":"Ellis","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":189232,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adolphson, D. G.","contributorId":106081,"corporation":false,"usgs":true,"family":"Adolphson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":189233,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":52489,"text":"ofr65117 - 1965 - Geology and ground-water resources of the Two Medicine unit and adjacent areas, Blackfeet Indian Reservation, Montana, with a section on chemical quality of water","interactions":[],"lastModifiedDate":"2012-02-02T00:11:23","indexId":"ofr65117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"65-117","title":"Geology and ground-water resources of the Two Medicine unit and adjacent areas, Blackfeet Indian Reservation, Montana, with a section on chemical quality of water","docAbstract":"The Two Medicine Irrigation Unit, on the Blackfeet Indian Reservation of northern Montana, is irrigated by water diverted from Two Medicine Creek. Waterlogging because of overapplication of water and locally inadequate subsurface drainage is a serious problem. This study was undertaken by the U.S. Geological Survey in cooperation with the U.S. Bureau of Indian Affairs to evaluate the problem and to suggest remedies. \r\n\r\nFor this study, the geology was mapped, and data concerning 129 wells and test holes were gathered. The water level in 63 wells was measured periodically. Three test holes were drilled and 4 single-well and 1 multiple-well pump tests were made. Nineteen samples of ground water were collected and analyzed chemically, and applied irrigation water was analyzed periodically.","language":"ENGLISH","doi":"10.3133/ofr65117","usgsCitation":"Paulson, Q., Zimmerman, T.V., and Langford, R.H., 1965, Geology and ground-water resources of the Two Medicine unit and adjacent areas, Blackfeet Indian Reservation, Montana, with a section on chemical quality of water: U.S. Geological Survey Open-File Report 65-117, 126 p., https://doi.org/10.3133/ofr65117.","productDescription":"126 p.","costCenters":[],"links":[{"id":179419,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1965/0117/report-thumb.jpg"},{"id":86924,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0117/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86925,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0117/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86926,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0117/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86927,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1965/0117/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86928,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1965/0117/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db685171","contributors":{"authors":[{"text":"Paulson, Q.F.","contributorId":107259,"corporation":false,"usgs":true,"family":"Paulson","given":"Q.F.","email":"","affiliations":[],"preferred":false,"id":245429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zimmerman, Tom V.","contributorId":32603,"corporation":false,"usgs":true,"family":"Zimmerman","given":"Tom","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":245427,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Langford, Russell H.","contributorId":48950,"corporation":false,"usgs":true,"family":"Langford","given":"Russell","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":245428,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":52453,"text":"ofr6536 - 1965 - Reconnaissance of the water resources of the upper Lemhi Valley, Lemhi County, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:11:23","indexId":"ofr6536","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"65-36","title":"Reconnaissance of the water resources of the upper Lemhi Valley, Lemhi County, Idaho","language":"ENGLISH","doi":"10.3133/ofr6536","usgsCitation":"Crosswaite, E., and George, R., 1965, Reconnaissance of the water resources of the upper Lemhi Valley, Lemhi County, Idaho: U.S. Geological Survey Open-File Report 65-36, 40 p., https://doi.org/10.3133/ofr6536.","productDescription":"40 p.","costCenters":[],"links":[{"id":179342,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db636a8a","contributors":{"authors":[{"text":"Crosswaite, E.G.","contributorId":30505,"corporation":false,"usgs":true,"family":"Crosswaite","given":"E.G.","email":"","affiliations":[],"preferred":false,"id":245369,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"George, R.S.","contributorId":12854,"corporation":false,"usgs":true,"family":"George","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":245368,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":52462,"text":"ofr6551 - 1965 - Artesian water supply of the Dakota Formation, southeastern South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:11:24","indexId":"ofr6551","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"65-51","title":"Artesian water supply of the Dakota Formation, southeastern South Dakota","language":"ENGLISH","doi":"10.3133/ofr6551","usgsCitation":"Dyer, C., and Goehring, A., 1965, Artesian water supply of the Dakota Formation, southeastern South Dakota: U.S. Geological Survey Open-File Report 65-51, 49 p., https://doi.org/10.3133/ofr6551.","productDescription":"49 p.","costCenters":[],"links":[{"id":178858,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672c62","contributors":{"authors":[{"text":"Dyer, C.F.","contributorId":23917,"corporation":false,"usgs":true,"family":"Dyer","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":245380,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goehring, A.J.","contributorId":12919,"corporation":false,"usgs":true,"family":"Goehring","given":"A.J.","email":"","affiliations":[],"preferred":false,"id":245379,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14873,"text":"ofr65103 - 1965 - Density comparison method for the measurement of isotopic variations in prepared waters","interactions":[],"lastModifiedDate":"2024-03-27T17:36:53.195215","indexId":"ofr65103","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"65-103","title":"Density comparison method for the measurement of isotopic variations in prepared waters","docAbstract":"<p>The falling-drop method of density determination has been modified so that the densities of a standard and a sample water are compared simultaneously. A constant temperature bath that does not vary more than 0.0001°C and an accurate double micropipet are described. The method has sufficient sensitivity and precision to distinguish waters that differ in specific gravity by 0.025 micrograms per ml. The method could be applied to the measurement of small variations in the isotopic composition of prepared waters.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr65103","usgsCitation":"McCarthy, J.H., Lovering, T.S., and Lakin, H.W., 1965, Density comparison method for the measurement of isotopic variations in prepared waters: U.S. Geological Survey Open-File Report 65-103, 38 p., https://doi.org/10.3133/ofr65103.","productDescription":"38 p.","costCenters":[],"links":[{"id":427152,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1965/0103/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147121,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1965/0103/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab2e4b07f02db66eb93","contributors":{"authors":[{"text":"McCarthy, Joseph Howard Jr.","contributorId":46819,"corporation":false,"usgs":true,"family":"McCarthy","given":"Joseph","suffix":"Jr.","email":"","middleInitial":"Howard","affiliations":[],"preferred":false,"id":170162,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lovering, Thomas Seward","contributorId":17227,"corporation":false,"usgs":true,"family":"Lovering","given":"Thomas","email":"","middleInitial":"Seward","affiliations":[],"preferred":false,"id":170160,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lakin, Herbert Williams","contributorId":45953,"corporation":false,"usgs":true,"family":"Lakin","given":"Herbert","email":"","middleInitial":"Williams","affiliations":[],"preferred":false,"id":170161,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":52478,"text":"ofr6598 - 1965 - Ground-water supply of Cape Hatteras National Seashore Recreational area, North Carolina, Part 4","interactions":[{"subject":{"id":52478,"text":"ofr6598 - 1965 - Ground-water supply of Cape Hatteras National Seashore Recreational area, North Carolina, Part 4","indexId":"ofr6598","publicationYear":"1965","noYear":false,"title":"Ground-water supply of Cape Hatteras National Seashore Recreational area, North Carolina, Part 4"},"predicate":"SUPERSEDED_BY","object":{"id":70047043,"text":"70047043 - 1968 - Ground-water supply of Cape Hatteras National Seashore recreational area, North Carolina, Part 4","indexId":"70047043","publicationYear":"1968","noYear":false,"title":"Ground-water supply of Cape Hatteras National Seashore recreational area, North Carolina, Part 4"},"id":1}],"supersededBy":{"id":70047043,"text":"70047043 - 1968 - Ground-water supply of Cape Hatteras National Seashore recreational area, North Carolina, Part 4","indexId":"70047043","publicationYear":"1968","noYear":false,"title":"Ground-water supply of Cape Hatteras National Seashore recreational area, North Carolina, Part 4"},"lastModifiedDate":"2016-12-14T08:25:31","indexId":"ofr6598","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"65-98","title":"Ground-water supply of Cape Hatteras National Seashore Recreational area, North Carolina, Part 4","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/ofr6598","usgsCitation":"Lloyd, O.B., and Wilder, H., 1965, Ground-water supply of Cape Hatteras National Seashore Recreational area, North Carolina, Part 4: U.S. Geological Survey Open-File Report 65-98, 23 p., https://doi.org/10.3133/ofr6598.","productDescription":"23 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":179707,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"North Carolina","otherGeospatial":"Cape Hatteras National Seashore","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -76.0148,35.0648 ], [ -76.0148,35.9063 ], [ -75.4599,35.9063 ], [ -75.4599,35.0648 ], [ -76.0148,35.0648 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6967c8","contributors":{"authors":[{"text":"Lloyd, O. B. Jr.","contributorId":97932,"corporation":false,"usgs":true,"family":"Lloyd","given":"O.","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":245407,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilder, H.B.","contributorId":71246,"corporation":false,"usgs":true,"family":"Wilder","given":"H.B.","email":"","affiliations":[],"preferred":false,"id":245406,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1230,"text":"wsp1475Q - 1965 - Present and Future Water Supply for Mammoth Cave National Park, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:06","indexId":"wsp1475Q","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1475","chapter":"Q","title":"Present and Future Water Supply for Mammoth Cave National Park, Kentucky","docAbstract":"The increase in the number of visitors during the past several years at Mammoth Cave National Park has rendered the present water supply inadequate. Emergency measures were necessary during August 1962 to supplement the available supply. \r\n\r\nThe Green River is the largest potential source of water supply for Mammoth Cave. The 30-year minimum daily discharge is 40 mgd (million gallons per day) . The chemical quality is now good, but in the past the river has been contaminated by oil-field-brine wastes. By mixing it with water from the existing supply, Green River water could be diluted to provide water of satisfactory quality in the event of future brine pollution. \r\n\r\nThe Nolin River is the next largest potential source of water (minimum releases from Nolin Reservoir, 97-129 mgd). The quality is satisfactory, but use of this source would require a 8-mile pipeline. \r\n\r\nThe present water supply comes from springs draining a perched aquifer in the Haney Limestone Member of the Golconda Formation on Flint Ridge. Chemical quality is excellent but the minimum observed flow of all the springs on Flint Ridge plus Bransford well was only 121,700 gpd (gallons per day). This supply is adequate for present needs but not for future requirements; it could be augmented with water from the Green River. \r\n\r\nWet Prong Buffalo Creek is the best of several small-stream supplies in the vicinity of Mammoth Cave. Minimum flow of the creek is probably about 300,000 gpd and the quality is good. The supply is about 5 miles from Mammoth Cave. This supply also may be utilized for a future separate development in the northern part of the park. \r\n\r\nThe maximum recorded yield of wells drilled into the basal ground water in the Ste. Genevieve and St. Louis Limestone is 36 gpm (gallons per minute). Larger supplies may be developed if a large underground stream is struck. Quality can be expected to be good unless the well is drilled too far below the basal water table and intercepts poorer quality water at a lower level. This source of supply might be used to augment the present supply, but locating the trunk conduits might be difficult. \r\n\r\nWater in alluvium adjacent to the Green River and perched water in the Big Clifty Sandstone Member of the Golconda Formation and Girkin Formation have little potential as a water supply.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology of the Public Domain","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1475Q","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Cushman, R., Krieger, R.A., and McCabe, J.A., 1965, Present and Future Water Supply for Mammoth Cave National Park, Kentucky: U.S. Geological Survey Water Supply Paper 1475, Report: v, p. 601-647; Plates, https://doi.org/10.3133/wsp1475Q.","productDescription":"Report: v, p. 601-647; Plates","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":137926,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1475q/report-thumb.jpg"},{"id":12495,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.nps.gov/history/history/online_books/geology/publications/wsp/1475-Q/","linkFileType":{"id":5,"text":"html"}},{"id":26148,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1475q/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -86.25,37.083333333333336 ], [ -86.25,37.333333333333336 ], [ -86,37.333333333333336 ], [ -86,37.083333333333336 ], [ -86.25,37.083333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668d64","contributors":{"authors":[{"text":"Cushman, R.V.","contributorId":28220,"corporation":false,"usgs":true,"family":"Cushman","given":"R.V.","email":"","affiliations":[],"preferred":false,"id":143408,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krieger, R. A.","contributorId":11202,"corporation":false,"usgs":true,"family":"Krieger","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143407,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McCabe, John A.","contributorId":83100,"corporation":false,"usgs":true,"family":"McCabe","given":"John","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143409,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1000,"text":"wsp1840A - 1965 - Floods of March 1964 along the Ohio River","interactions":[],"lastModifiedDate":"2012-02-02T00:05:09","indexId":"wsp1840A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1840","chapter":"A","title":"Floods of March 1964 along the Ohio River","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;","doi":"10.3133/wsp1840A","usgsCitation":"Beaver, H.C., and Rostvedt, J., 1965, Floods of March 1964 along the Ohio River: U.S. Geological Survey Water Supply Paper 1840, iv, 158 p. :ill., photos ;24 cm., https://doi.org/10.3133/wsp1840A.","productDescription":"iv, 158 p. :ill., photos ;24 cm.","costCenters":[],"links":[{"id":136017,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1840a/report-thumb.jpg"},{"id":25571,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1840a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5dfa74","contributors":{"authors":[{"text":"Beaver, Howard Charles","contributorId":69951,"corporation":false,"usgs":true,"family":"Beaver","given":"Howard","email":"","middleInitial":"Charles","affiliations":[],"preferred":false,"id":142997,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rostvedt, J.O.","contributorId":24757,"corporation":false,"usgs":true,"family":"Rostvedt","given":"J.O.","email":"","affiliations":[],"preferred":false,"id":142996,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68555,"text":"ha121 - 1965 - Water-table, surface-drainage, and engineering soils map of the Millsboro area, Delaware","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"121","title":"Water-table, surface-drainage, and engineering soils map of the Millsboro area, Delaware","language":"ENGLISH","doi":"10.3133/ha121","usgsCitation":"Boggess, D.H., and Adams, J.K., 1965, Water-table, surface-drainage, and engineering soils map of the Millsboro area, Delaware: U.S. Geological Survey Hydrologic Atlas 121, 1 map., https://doi.org/10.3133/ha121.","productDescription":"1 map.","costCenters":[],"links":[{"id":188888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90183,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/121/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.36749999999999,38.45027777777778 ], [ -75.36749999999999,38.6175 ], [ -75.25,38.6175 ], [ -75.25,38.45027777777778 ], [ -75.36749999999999,38.45027777777778 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4cd0","contributors":{"authors":[{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278454,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adams, John K.","contributorId":17700,"corporation":false,"usgs":true,"family":"Adams","given":"John","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":278453,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68481,"text":"ha164 - 1965 - Availability of ground water in the Mayfield quadrangle, Jackson Purchase region, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:11:25","indexId":"ha164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"164","title":"Availability of ground water in the Mayfield quadrangle, Jackson Purchase region, Kentucky","language":"ENGLISH","doi":"10.3133/ha164","usgsCitation":"Davis, R.W., 1965, Availability of ground water in the Mayfield quadrangle, Jackson Purchase region, Kentucky: U.S. Geological Survey Hydrologic Atlas 164, 1 map., https://doi.org/10.3133/ha164.","productDescription":"1 map.","costCenters":[],"links":[{"id":188022,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90034,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/164/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.75,36.6175 ], [ -88.75,36.75 ], [ -88.61749999999999,36.75 ], [ -88.61749999999999,36.6175 ], [ -88.75,36.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d6c5","contributors":{"authors":[{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278302,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":929,"text":"wsp1771 - 1965 - Geology and ground water in the central part of Apache County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp1771","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1771","title":"Geology and ground water in the central part of Apache County, Arizona","docAbstract":"The central part of Apache County, Ariz., includes an area of about 3,300 \r\nsquare miles between the Navajo Indian Reservation to the north and U.S. \r\nHighway 60 to the south. Sedimentary rocks in the area range from Pennsylvanian to Quaternary in age and from 2,000 to more than 6,000 feet in \r\nthickness. The strata were tilted to the northeast, and part of the Upper \r\nTriassic and all the Jurassic and Lower Cretaceous rocks were eroded away \r\nbefore strata of Late Cretaceous age were deposited. Basaltic lava flows and \r\ncinder cones, representing four general periods of eruption in late Miocene to \r\nQuaternary time, are widespread in the southern part of the area. \r\nPennsylvanian and Permian rocks overlie basement rocks of granite and \r\ndiorite and include the Supai Formation, the Coconino Sandstone, and the \r\nKaibab Limestone. The Supai Formation is 1,000 to 2,000 feet thick and consists of interbedded red and brown mudstone, siltstone, sandstone, limestone, \r\nand evaporites. It contains water of very poor quality outside Apache County. \r\nThe Coconino Sandstone is 200 to 250 feet thick and consists of light-gray \r\nfine- to medium-grained sandstone. It contains water suitable for domestic \r\nuse in the south and water unsuitable for most purposes in the north. The \r\nCoconino Sandstone underlies all Central Apache County in the subsurface. \r\nThe yellowish-gray to dark-gray Kaibab Limestone is present in the southern \r\ntwo-thirds of the area and is 0 to 350 feet thick. It contains water where it \r\nis fractured and combines with the Coconino Sandstone to form a single hydrologic unit that yields from 6 to 74 gpm (gallons per minute) of water per foot \r\nof drawdown. \r\n\r\nAn unconformity Heparates the Permian rocks from the overlying Triassic \r\nrocks, which comprise the Moenkopi and Chinle Formations and the Wingate \r\nSandstone. The Moenkopi Formation is 35 to 250 feet thick and consists of \r\nintercalated brownish-red siltstone, sandstone, and conglomerate. It contains \r\nsalty water in some areas but is dry in most. The Chinle Formation is 0 to 1,550 \r\nfeet thick and unconformably overlies the Moenkopi. The Chiule consists of \r\nmulticolored claystone, mudstone, siltstone, sandstone, and conglomerate. \r\nSome of the sandstone units yield small amounts of water, usually of a quality \r\nunsuitable for domestic use. The Wingate Sandstone is about 250 feet thick \r\nand is present only in the extreme northeastern corner of the area. It consists \r\nof intercalated, reddish-brown sandstone and siltstone and does not contain \r\nwater. \r\n\r\nThe Upper Cretaceous rocks comprise the Dakota Sandstone, from 50 to \r\n115 feet thick; the Mancos Shale, about 150 feet thick; and the Mesaverde Group, \r\nas much as 200 feet thick. These rocks consist of yellowish-gray, light-green, and reddish-brown sandstone and carbonaceous siltstone. Some of the sandstone units contain water of suitable quality for domestic use, and wells in these units yield from 10 to 1,000 gpm.\r\n\r\nSedimentary rocks of Eocene(?) age are about 800 feet thick and unconformably overlie Cretaceous rocks. They consist of light-brown and medium-red conglomerate, sandstone, and siltstone. These sedimentary rocks contain small amounts of water suitable for domestic use and yield from 10 to 25 gpm in the Springerville area. The Datil Formation of Miocene(?) Tertiary age consists of more than 800 feet of sedimentary rocks, which are composed largely of volcanic fragments. The Datil Formation does not contain water in the one small area where it crops out.\r\n\r\nThe Bidahochi Formation of Pliocene age consists of 0 to 800 feet of white, green, and brown claystone, mudstone, and sandstone. Locally it yields from 10 to 50 gpm of water suitable for domestic use.\r\n\r\nQuaternary rocks consist of as much as 500 feet of alluvium, sand, gravel, travertine, cinders, and lava. The alluvium along the large drainages contains water that differs in quality from place to place. In most areas where it occurs, the lava ","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1771","usgsCitation":"Akers, J.P., 1965, Geology and ground water in the central part of Apache County, Arizona: U.S. Geological Survey Water Supply Paper 1771, vi, 107 p. :illus., maps (3 fold., 1 col., in pocket) ;24 cm., https://doi.org/10.3133/wsp1771.","productDescription":"vi, 107 p. :illus., maps (3 fold., 1 col., in pocket) ;24 cm.","costCenters":[],"links":[{"id":138033,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1771/report-thumb.jpg"},{"id":25400,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1771/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25401,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1771/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25402,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1771/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25399,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1771/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db686039","contributors":{"authors":[{"text":"Akers, J. P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":142870,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}